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HomeMy WebLinkAboutProduct Approval; Roll-Up Exterior Door Assemblies8/27/2020 Florida Building Code Online •Search .� BCIS Home Log In ( User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact UsBCIS Site Map Unks I `' d y 4�,/ji H nda 0 Product Approval USER: Public User r Snxi '� Produrt Approval Menu > product nr Ap_pllcatlpn Search > Applkatlon U > Application Detail FL # FL12765-RS Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Janus International Group, LLC. Address/Phone/Email 135 Janus International Blvd. Temple, GA 30179 (770) 562-6135 Ext360 curts@janusintl.com Authorized Signature Curtis Schroeder curts@janusintl.com Technical Representative Curtis L. Schroeder Address/Phone/Email 134 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Ext360 curts@januslnti.com Quality Assurance Representative Jake Lyons Address/Phone/Email 134 Janus International Blvd. Temple, GA 30179 (770) 562-28SO Ext304 jakel@janusintl.com Category Subcategory Exterior Doors Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received ^ Florida / Engineer or Architect Name who developed the Joseph H. Dixon, Jr Evaluation Report Florida License PE-7768 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gordon Thomas, P.E. ' Validation Checklist - Hardcopy Received Certificate of Independence EL12765 R5 COI 2901E cart of fi indeg,p,f Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards 8/27/2020 Florida Building Cade Online ' Certified By Sections from the Code, 511 affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Cade. Documentation from approved Evaluation or Validation Entity : ; Yes No ! N/A FL12765 115 COC FL12765 Affirm for FBQ 6th 20175odf Product Approval Method Method 1 Option D Date Submitted 10/04/2017 Date Validated 10/04/2017 Date Pending FBC Approval Date Approved 10/07/2017 Summary of Pmrho M FL # Model, Number or Name Description 12765.1 Series 1100 Series 1100 - 26 Gauge Door Assebmly Max Size: B'-B" x 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R5 II 29018 Dwg T1012 Rev A.pd Approved for use outside HVHZ: Yes FL12765 R5 iI 29018 install 750 1100 pdj Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +24.4/-27 Created by Independent Third Party: No Other: Not for use In High Velocity Hurricane Zones Evaluation Reports FL12765 R5 AE ER-09-0008-R pdj Created by Independent Third Party: Yes 12765.2 Series 1100 Series 1100 - 26 Gauge Door Assembly Max Size: 10'-0" x 14'-0" Limits of Use Installation Instructions Approved for use In HVHZ: No FL12765 RS II 29018 Dwq T1013 Rev A pdf Approved for use outside HVHZ: Yes FL12765 R5 iI 29018 install 750 1100 pdf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +19.4/-22.7 Created by Independent Third Party: No Other: Not for use In High Velocity Hurricane Zones Evaluation Reports FL12765 R5 AE ER 09 0008 11pd Created by Independent Third Party: Yes 12765.3 Series 3100 Series 3100 - 26 Gauge Door Assembly Max Size: 16'-0" x 20'-0" Limits of Use Installation Instructions Approved for use In HVHZ: No FL12765 R5 11 34012 Dwg T1004 E.odf Approved for use outside HVHZ: Yes FL12765 R5 II 340 7 r+t d 3100 Inst in r Rif Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +36/-41 Created by Independent Third Party: No Other: +36/-41 psf at 12'-0" wide. Varying loads are shown Evaluation Reports for widths 8'-0" to 16'-0". Not for use In High Velocity Hurricane FL12765 RS AE M31 n0 FL12765 T1005G a2 P& Zones Created by Independent Third Party: Yes 12765.4 Series 3100 Series 3100 - 26 Gauge Door Assembly Max Size: 20'-0" x 20'-D" Limits of Use Installation Instructions Approved for use In HVHZ: No FL12765 R5 II 32041 FL T1005-F 0002,p Approved foruse outside HVHZ: Yes EL127fi5 RS II 34022 Mod 3100 inst instrjjf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +35/-38 Created by Independent Third Party: No Other: +35/-38 psf at 16'-0" wide. Varying loads are shown Evaluation Reports for widths 15'-0" to 20'-0". Not for use in High Velocity FL12765 R5 AE 32041 ER-0-0007-R2 120112 0005 pdf Hurricane Zones Created by Independent Third Party: Yes 12765.5 Series 750 Series 750 - 26 Gauge Door Assembly Max Size: 3'-0" x 12'-0" Limits of Use Installation Instructions Approved for use In HVHZ: No FL12765 RS II 29018 UL' 9 11000 Rev B.pdf Approved for use outside HVHZ: Yes EL12765 R5 II 29018 install 750 1100 psf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 8/27/2020 Florida Building Code Online ueslgn Pressure: +35/-45 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones " Evaluation Reports • FL12765 R5 AF ER-09-0007-R.pd„J: Created by Independent Third Party: Yes 12765.6 Series 750 Series 750 -26 Gauge Door Assembly Max Size: 6'-0" x12'-0" Limits of Use Installation Instructions Approved for use In HVHZ: No FL12765 R5 II 29018 Dwg T1001 Rev B.(d Approved for use outside HVHZ: Yes FL12765 R5 II 29018 install 750 1100 pdf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +19.9/-24.4 Created by Independent Third Party: No Other: Design pressures listed Is at test width of V-0". For Evaluation Reports pressures versus widths, see Table 1, Page 4 of evaluation FL12765 R5 AE ER-09-0007-R pdf report. Not for use in High Velocity Hurricane Zones. Created by Independent Third Party: Yes 12765.7 Series 750 Series 750 - 26 Gauge Door Assembly Max SIze:8'-8" x 12'-0" Limits of Use Installation Instructions Approved for use In HVHZ: No FL12765 R5 II 29018 Dwg T1002 Rev B.pdf Approved for use outside HVHZ: Yes FL12765 R5 II 2901 Ins* II 750 100 p& Xmpact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +24.4/-27.0 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports • FL12765 R5 AE ER-09-0007-R pdf Created by Independent Third Party: Yes 12765.8 Series 750 Series 750 - 26 Gauge Door Assembly Max Size: 10'-0" x Limits of Use Installation Instructions Approved for use In HVHZ: No EL12765 R5 Il 29018 Dwg T1003 Rev B.pdf Approved for use outside HVHZ: Yes FL12765 R5 li 29018 install 750 1100.p Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +19.4/-22.7 Created by Independent Third Party: No Other: Not for use In High Velocity Hurricane Zones Evaluation Reports FL12765 R5 AE ER-09-0007-R Rdf Created by Independent Third Party: Yes 12765.9 Series 850-S Series 850-S, 26 Gauge Door Assembly Max Size: 8'-B" x 12'-0" Limits of Use Installation Instructions Approved for use In HVHZ: No FL12765 R5 II 29018 Dw0 T1006-5 Rev B.(df Approved for use outside HVHZ: Yes FL12765 R5 II 29018 install 850 pdf Impact Resistant: Yes Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +46/-54 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R5 AE ER-09-0007-R pad Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Collyri 2007-2013 State o(Flodda :: Pdvacy Statement :: AccesslbllIN Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hare . Product Approval Accepts: ffiakl W WA xhe_ M d uoc�prL ll• d I • l •li• Product Design Consultant Florida No. 7768 407-671-0169 EVALUATION REPORT No.: ER-09-0007-R Reference No.: 29018 32003 Product: Exterior Doors - Rolling Overhead Doors Series 750, Series 3100, Series Manufacturer: Janus International Corporation 1.34 Janus International Blvd. Temple, GA 30179-4435 Statement of Compliance: 3952 Lake Mira Ct. Orlando, FL 32817 June 22, 2009 Rev. 02/ 15/12 �0�tttuttttit�i ip No. 7768 850-S e # *.Z STATE OF a / ••NN �.� .`, AL EaG�� Firtt> 1% 0% Z116Z. The Rolling Doors, Series 750 and Series 3100 described in this report were evaluated to be in compliance with the 2010 Florida Building Code. Series 850-S was evaluated to be in compliance with the 2010 Florida Building Code "High Velocity Hurricane Zones" Sections in Chapters 16 and 17, and may be considered impact resistant. The doors are, for the purpose intended, at least equivalent to that required by the Code when manufactured and installed as described below. Description of the Product: All 'doors consist of a corrugated steel sheet curtain suspended from a drum roller. The curtain on all models is suspended from a drum roller. Coiling around the drum raises the curtain. The sides of the curtain are constrained from lateral movement along their vertical edges by steel guides that are attached to the doorjambs. This constraint provides resistance to lateral wind forces. Various guide configurations are used for the different door styles included in this report. The lateral wind forces are transferred from the curtain to the guides and then through the attachment elements to the door jamb. The doorjambs are part of the main wind frame resisting system and usually are constructed of steel, concrete, or concrete masonry units. Series 150 .(Mini Door) Door curtains have a thickness of 26 gage (min. 0.017 in.) and are made of ASTM A653 structural. steel; grade 80; pre -painted, galvanized steel with a full coat of primer and baked siliconized polyester finish coat The corrugated sheets are interlocked mechanically to form the curtain. Lap splices are at approximately 20 inches on center vertically in the installed door. The corrugation height is approximately 5/8 inches and the corrugation pitch is 3.25 in. Style variations include door width, windlocks, and wind load rating. Maximum door height is limited to 12'-0". Various door widths are described in detail on drawings T1000 (3'-0" wide), T1001 (6'-0" wide), T1002 (8'- 8" wide) and T1003 (10'-0" wide). Tests were conducted on each of the four width doors shown on. these drawings. A comparative an analysis was used to determine the design pressures on doors between T-0" and 6-0" wide. Doors greater than 6-0" wide having opening widths between those shown on drawings T1001, T1002, and T1003 may be used for the same designwind pressure as Pagel of 5 CAConsulting\ClientVanus intemational\12\32003 Eva] Report ER-09-0007-R rev 021512.doe the next larger width door provided all other requirements on the larger width door drawing remain unchangedrpoors shown on drawings T1000 and T1001 do not have windlocks. Doors shown on drawings T1002 and T1003 have windlocks. The guide geometry and attachment method is fully described on the drawings. Series 3100 (Commercial Door) Door curtains have a thickness of 26 gage (min. 0.017 in.) and are made of ASTM A653 structural steel; grade 80, pre -painted, galvanized steel with a full coat of primer and baked siliconized polyester finish coat The corrugated sheets are interlocked mechanically to form the'curtain. Lap splices are at approximately 20 inches on center vertically in the installed door. The corrugation height is approximately 5/8-inches and the corrugation pitch is 3.25 in. Style variations include door width, and wind load rating. Maximum door height is limited to 20'-0". Two door widths are described in detail on drawings T1004 (12'-0" wide), and T1005 (16-0" wide). Two complete tests were conducted on each of these two width doors. One test used the Option 1 Guide and the other used the Option 2 Guide for attachment to the steel jamb. Doors having opening widths less than 12'-0" maybe used for the same design wind pressure as the 12'-0" wide door provided all other requirements on that drawing remain unchanged. Doors having opening widths less than 16'-0" may be used°for the same design wind pressure as the 16'-0" wide door provided all other requirementson that drawing remain unchanged. All doors shown on drawings T1004 and T1005 have windlocks. Series 850-S (Florida State Mini Door) Impact Resistant Door curtains may have a thickness of either 24 gage (min. 0.022 in.) or 26 gage (min. 0.017 in.). The curtain steel is ASTM A653 structural steel, grade 80, pre -painted, galvanized steel with a full coat of primer and baked siliconized polyester finish coat The corrugated sheets are interlocked mechanically to. form the curtain. Lap splices are at approximately 20 inches on center vertically in the installed door. The corrugation height is approximately 5/8 inches and the corrugation pitch is 3.25 inches. Maximum door height is limited to 12'-0". Only the 8'-8" wide door is qualified as impact resistant and it is described in detail on drawing T1006-S. Doors having opening widths less than 8'-8" may be used for the same design wind presst0@n1hrq'jg' wide door provided all other requirements on that drawing remain unchanged. 1\? cKsl�g 3 Aei on drawing T1006-S has windlocks. Tests in accordance with Florida Buildi, %Q�e st•.., Protocols TAS 201, TAS 202, and TAS 203 were conducted on this door. ,�` ©°-.•��'Elva All Series ' No. 7768 • : Maximum door widths and heights are shown in Table 1. The pressures slis i% ®F{he..' maximum allowable design wind load values. These design pressures mayTW e fAt, ®ire;.•• width doors of the same. Series provided all other requirements of the wider!& iite► ,,..•••'� unchanged. Drawings N I V%% The Door Series covered by this report are described in detail on the following Janus International Corporation drawings: y /44. Drawing T1000: 3'-0" wide max. x 12'-0" high max., slits 1 and 2 of 2, revised 06/17/09 ©2012 Drawing T1001: 6''-0 wide max. x 12'-0" high max., slits 1 and 2 of 2, revised 06/17/09 ©2012 Drawing T1002: 8'-8" wide max. x 12'-0" high max., shts 1 and 2 of 2, revised 06/17/09 ©2012 Drawing T1003: 10'-0" wide max. x 12'-0" high max., shts 1 and 2 of 2, revised 06/17/09 ©2012 Drawing T1004: 12'-0" wide max. x 20'-0" high max., shts 1 and 2 of 2, revised 01/20/12 02012 Drawing T1005: 16'-0" wide max. x 20'-0" high max., slits 1 and 2 of 2, revised 01/20/12 ©2012 Drawing T1006-S: 8'-8" wide max. x 12'-0" high max., slits 1 and 2 of 2, revised 06/17/09 02012 Page 2 of 5 v� •*= CAConsulting\ClieniVanus Intemational\12132003 Eval Report ER-09-0007-R rev 021512.doe Technical Documentation: All testing was done at Certified Testing Laboratories, Orlando, Florida. Tests for Series 750 and Series 3100 were conducted following the procedures of ASTM E330, Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. The following test reports, signed and sealed by R. Patel, P.E. cover the Series 750 and Series 3100 doors contained in this report: • Test Report No.: CTLA-983 W, date: November 7, 2002, (Series 750, T1000), T-0" wide x- 8'-0" high, +35 / -45 psf design pressure • Test ReportNo.: CTLA-983W-1, date: November 7, 2002, (Series 750, T1001), 6-0" wide x 8'-0" high, +19.9 / -24.4 psf design pressure • Test Report No.: CTLA-983 W-2, date: December 2; 2002, (Series 750, T1002), 8'-8" wide x'8'-0" high, +24.4 / -27.0 psf design pressure • TestReportNo.: CTLA-983W-3, date: November 7, 2002, (Series 750, T1003), 10'-0" wide x 8'-0" high, +19.4 / -22.7 psf design pressure • 'TestReportNo.: CTLA-1024W, date: February 20, 2003, (Series 3100, T1004) 12'-0" wide x 8'-0" high, +36.0 / -41.0 psf design pressure • Test ReportNo.: CTLA-1194W, date: December 2, 2003, (Series 3100, T1004) 12'-0" wide x 8'-0" high, +36.0 / -41.0 psf design pressure, (Option 1 guide for steel) • Test ReportNo.: CTLA-1432W, date: November 3, 2005, (Series 3100, T1005) 16-0" wide x 8'-0" high, +35.0 / -38.0 psf design pressure • Test ReportNo.: CTLA-1432W-1, date: November 3, 2005, (Series 3100, T1005) 16-0" wide x 8'-0" high, +35.0 / -38.0 psf design pressure, (Option 1 guide for steel) Calculations prepared by Joseph H. Dixon, Jr. P.E.: • Series 750, no windlocks, Summary of Design Wind Pressures based on comparative analysis -for doors 3'-4" to 5'-6" wide, 1 page, revised 4/10/04. • Series 3100, dwg. T1004, attachment of guide, Option 3, to 14 gage minimum steel jamb thickness, 6 pages dated 6/18/09, plus drawing JI-3100G1-2SP and drawing JI-3100G1- 2SN, both dated 4/07/04. • Series 750 and 3100 verification of compliance with ANSI/DASMA 108 Impact Resistant Doors Tests for Series 850-S were conducted following the procedures of the Florida Building Code Test Protocols TAS 201, TAS 202, and TAS 203. The following test reports, signed and sealed by R. Patel, P.E. cover the Series 850-S doors contained in this report: • Test ReportNo.: CTLA-1115 W, date: August 20, 2003, (Series 850-S, ```gq¢tRj j j1�� 8 -8 wide x 8 -0 high, +46 / -54 psf design pressure ```>> N �. 01X S4� �GQ ••••.•pyO , v G • w ''� •d �.� ENS .•• y� �� 'o i S7ATrz OF a Page 3 of 5 (/ OR1D��• 2 �� C:\Consulting\ClientVanus Intemational\12132003 Eval Report ER-09-0007-R rev 021512.doc 2/�G/�Z �i�s��NA `�?�1� TABLE 1 Allowable Transverse Design Wind Loads (psfl Series Max. Door Width Max. Door Height Drawing Number Design Load Positive Design Load Negative 750 3'-0" 12'-0" T1000 ;:Z��1 _ .er�n,',•4$}1G`'r+�4 750 3'-4" 12'-0" T1001 35.6 43.7 750 T-6" 12'-0" T1001 33.9 41.6 750 3'-8" 12'-0" T100.1 32.4 39.8 750 4'-0" 12'-0" T1001 29.7 36.5 750 5'-0" 12'-0" T1001 23.8 29.2 750 5'-6" 12'-0" T1001 1 21.7 26.6 750 6'-0" IT-0" T1001 ft' ' ,t g• �iC"1om ,. E 750 8'-8" 12'-0" T1002 MI '1� 'M'�°` , r;1t�1,a�aINI �i0111 '�. �.�. ,Iu�v 750 10'-0" 12'-0" d T1003. 3100 12'-0" 20'-0" T1004 4 ,1�,•.,��kr�1c' .:>`•'aii1. 3100 16-0" 20'-0" T1005 ��, ,? 850-S 8'-8" 12'-0' T1006-S Design values used for the tests are shown in the boxed shaded values. Maximum test load was 150% of design load. Unshaded design wind loads were determined by comparative analyses using test results. Installation Requirements: Installation requirements are described in the Janus International Corporation Installation Instructions as follows: • Series 150: 4 pages, Mini Door Installation Instructions Series 750 • Series 3100: 8 pages, Commercial Door Installation Instructions Series 3100 • Series 850: 4 pages, Mini Door Installation Instructions Series 850 Page 4 of 5 CAConsultingT ientVanus Intemationa1112132003 Eval Report ER-09-0007-R rev 021512.doc �`��t11111111111�', `�� N `��` •••..••.•• OAS �� �O r'��GENSF'•;���? No. 77Q8 p i• STATE OF : a 0 •••�aR10�'.�r �: O/I MAI. 0���� 2�G�/Z Limitations and Conditions of use: The use of any door is limited to buildings for which the design wind loads for wall components and cladding; determined in accordance with Section 1609 of the 2010 Florida Building Code, do not exceed the rated design wind loads of the door as shown in Table 1. Series 850-5 is qualified as impact resistant. This door has been tested and met the additional requirements of Sections 1625 and 1626 of the 2010 Florida Building Code. The maximum width and height limitations for each Series are shown in Table 1. Doors are to be assembled as shown on the appropriate drawing referenced above, and the doors are to be installed in accordance with the installation instructions referenced above. Door manufacturing is limited to those plants that have met the 2010 Florida Building Code Product Approval quality assurance requirements. The doors covered by this report are not for use in the Florida High -Velocity Hurricane Zone Certifcation of Independence: I, Joseph H. Dixon, Jr.,. certify that I am self-employed and operate as an independent contractor providing professional engineering services. I have no financial interest in nor will I acquire any financial interest in any company manufacturing or distributing products for which evaluation or validation reports have been issued by me. Likewise, I have no .financial interest in nor will I acquire any financial interest in any other entity involved in the approval process of those products for which I have issued reports. Page 5 of 5 l/� r Joseph H. Dixon, Jr. P.E. 40 No. 77M • STATE OFa� :��� y.�OR10�'.••' t4tc' `` MOO IiNt�,, CAConsultingUientUanus Intemationahl2\32003 Eval Report ER-09-0007-R rev 021512.doc •••�•�,Qi� H. Q�xO��'' ; 7% _ NO i SyTD TIE E. -Lc fie, <-11 • •I.r,••�•.• (1dCX CIIDS) (STEQ JNfBf) ' AD NAL r-A• KAK VALL ovcam EAGMS V vID1�1%-r-1-I-I-I-I-k* (CLEAR 1Drro LLPL R167 2% 28 VINDLOCK MATERIAL, 24 G90 GALV ASTM A653 STRUCTURAL 25 STEEL, GRADE So. .10 CLASS l NIN FY=50 KST 37 2X An � R.I7 I2 3Da 96 VINDLOCK AT 3-V4- GE,4X R05 28 .34 SEE SHEET 2 FOR NOTES IG5 �(rDNucTc`i" As'U mLY GpIxU111p°C[ 1OE fLlCRETE/ ➢LOCK JAMD$ 4,000 3.197 m.a3e ocK .L(xRu (CONCRETE/BLOCK JAMBS) .00 1.500 y OR 0.313 (STEEL JAMBS) 1.500 .105 _I 2.000 1/4-2o X 1/2- 1.145 3.000 --I� CARRIAGE BOLT A 1/4_20 NYLON INS GUIDE HEX NUT G90 GALV ASTM A653 V/MIN FY=33 KSI 1.1 CONTINUOUS .697 FULL JAMB LENGTH 26 �wCAN 26 DR ZAw SEE DETAIL B SEE �• OVERALL i DETAIL A 1d� •! I R� '. � TIP 3�• milm am ms�Y 11� SEE �59 A DETAIL ➢ HEADROOM REOtORED a i GA DN za w In�1f KAY [(�a� �iKrpR�� CURTAIN PANEL iW x� ' iWu ram• LS-r/L' u'— DETAIL A ➢vrn rr• OW TNAI r-r )A' ASTM A653 GR O MIN fy-80 KSL MZ D,rm r-r W17 GALVANAINT D EELSLI OR GGD PESTER PAINT STEEL TNIIU 1r-r IP VITN PRE -PAINTED SIIDES FOLKSIER PAINT ON 80TM SIDES W CUATAOL CURTAIN PANELS LOCK SEAMED TOGETHER MT CURTAIN DETAIL NAND STRUCTURAL ENGINEER, JOSEPH H. DIXON, JR. P.E. FL #7768 i s / .i ti ND ERT MINI LATCH TYPE 30x STAINLESS STEEL BB .438 X .750 305 (CONCRETE/BLOCK JAMBS) WIND BAR G90 GALV DR .313 % .500 ASTM a69] V/MIN ) (STEEL JAMBS) n•73 KSI •964 ROUND END SLOT CONTINUOUS RILL GUIDE LENGTN�� .186 24 GA (WM CLEAR R029 ACRRIC COATED AZ 55 WLVALUME -� --F STEEL BOTTOM BAR AS A792 V/MIN 2TT LD�265 FY•33 KSI DOUBLE 1/4•�TIRU ROLT VIT LOCKING M LOCATED AT EM END AND MIDDLE Of ANGLE INTERMEDIATE SINGLE BOLTCS) ID, LOCATED 12• MAX OC, 2- X 1-1/2• X in- G90 GALV STCEL q LE ASTM A653 V/MIN. FY•33 KSI CONTINUOUS FULL CURTAIN WIDTH ASTRAGALS DETAIL B BOTTOM B�ASSEMB ASSEMBLY UNLESS OTHERVISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES NA ARE, -1 r KAT,RE, DECIMAL FRACTIONS ANGLES HOLE DIAMETERS NA AwRDVNs .XX ±,03 t 1/16 ± 0' 30, UNDER .251 .XXX 3.005 -.DD3 BECKY NELSON .251 to .500 "On -DD3 DON MILLS OVER .500 '-A03 JANUS INTERNATIONAL CORPORATION 134 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179 770-562-2850/FBX 770-562.2264 2012 Janus Intemetlonal Corpora0on All RIghts Reserved FLORIDA STATE MINI DOOR SERIES 650-S MAX, SIZE 8'-B' X 12'-0' NONE - T1006-S GEAERAL NOTES L THIS ROLL-UNIL DOOR SYSTEM INS BEEN SUCCESS{'ULLY 7ESTEp ACCORDING MI THE IMPACT1 ESTSYAP AIR PRESSURE TEST PER TM JESTED TIE LARGE MISSILE IMPACT TEST PER 7AS 201-94 AND THE CYCLIC VIND PRESSURE LOA➢WG TEST PER TAS 20]-91. IN AN INDEPENDENT TESTING LAB SURE LNG TO TAS 301-94 CUQTAW MATFTNIAL TmODES9 pF 0!]• (26 W AND .022• Q4 GA) WERE BOTH UWLIFIED BY THE TEST PROCEDURE. 2: THE DOOR IS DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE. FLORIDA BUILDING CODE, INCLUDING THE APPLICABLE PROVISIONS FOR NIGH VELOCITY HURRICANE ZONES ". 1 DESIGN LOAD RATING . x462 PSF POSITIVE V1ND LOAD' -54.p PSF NEGATIVE WIND LOAD 4. WINO LOADS FOR BUILDING OPENINGS. SIIALI BE'DETERmNED 8Y A PROFESSIONAL ENGINET3N US[NG APPROPRIATE VINO SPEED AND DESIGN CRITERIA. THIS ROOT NAY U, USED WHERE ITS DESIGN LOAD MEETS OR EXCEEDS THE DESIGN LOAD REQUIRED FOR THE BUILDING OPENING 5. THE BUILDING ENGINEER SMALL VCRIFY THE pDEWACY OF THE BUILDING BY, TD WITHSTAND SIBERIMPDSED LOADS Pxpf, Pypi • Rypf, Pxnf AM PynF • RynF. 6 ALL VELUM SMALL BE PCRFGRMED 8Y OUALIFICD VELDERS IN ACCO40NCE WIN THE LATEST "IT", orAVS SPECIFICATIONS. ALL WELDING ELECTRODES SHALL COV" TO AVS AU GRADE E-70. 7. ALL DOLTS AND WASHERS SMALL BE GALVANQED STEEL OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH 6 60 KSL A Books SMALL BE PROVIDED VIM SINGLE CURTAIN MOUNTED SLIDE LOCK LATCH THAT ENGAGES THE DOOR GUIDE WHEN DOOR IS FULLY CLOSCO 9. DDOt ASSEMBLY DESIGN DESIBASED IN CERTRNC IED TESTING LABORATORIES. H, ON 7EST'REPT NA CTLA-1115V. IM ANCHOR NOTES, A EMBEDMENT LCNGTH DOES NOT INCLUDE STUCCO FImstL B. FOR HOLLOW 1221Y BLDCX. FILL ALL CELLS AT AMUIDR LOCATIONS VITN MINIMUM 200E PSI GROUT. C CONCRETE JAMBS TO BE MINIMUM 2D00 PSI. R ANCHORS SHALL BE INSTALLED IN ACCORDANCE VITN MAmSACTURERS SPECIFICATIONS. IL WIDE TO JAMB ATTACHMENT FASTENERS BEGIN 4• FROM FLOOR AND END 3j• BELOW TOa DF WALL OPENING 12. TEST DOOR WALL OPENING SIZE, B' w X a'-O•. OUTSIDE WALL F..—..._.. .._-._, OPENING WIDTH JAMD VIDTH+-------- Pxpf • 864 plf INSIDE Pypf • Rypf - 209 ph, FORCES ON GUIDE TO JAMB ATTACHMENT FASTENERS DVE TO POSITIVE WIND LOAD (FROM OUTSIDE OF BUILDING) OUTSIDE WALL —OPENING­[_ JAMB WIDTH <-Pxnf . 1083 ptF INSIDE Pynf + Rynf . 246 plf FORCES ON GUIDE TO JAMB ATTACHMENT FASTENERS DUE TO NEGATIVE VINO LOAD (FROM INSIDE OF BUILDING) STEEL JAMBS REV DESCRIPTION •P,wP DATE APPRO, ----------..-.—___ — .RAVING RELEASE -15-0 DM •J•—{ 4i• A GENERAL CHANGES I-16-04 BM nw0Vvrllxox�ArtDvKL,,mws reaw.4 xtCvsi[e•rntirtssx00 3.4B).< ��•_. Pi3•.r)• 319)3.19T• suW[— iPtp'i! iY � FI LLED BLOCK OTE JREAVMISBIOS g N -17-0 CS cl)viti L,`~,[M mir[D 2b• b v�xae'in(w)iiiip 16 516• 2R Krt ),x D r0 lSlo' OPENING WIDTH 4.H10' 4-1/4' 319]• [YMIO.6 [in,N.� CURTAIN SHEET WIT.c0esir[ D cE<eCr[ 3'197• • SHEET hflC< see IiIXi .IwF �' v ci [i`c'vaAr v DrroavO• Dw i' r---- 76 if-L^ Ei �• „m u cx wr:Iw�i - �" v,xarA+ a cote. ,tTD<[w 3•I— t J fib' �l�`•`�Pun� 3� 3 •sv wa r °I'� liiipD OP .xI u WIDTH eixa➢wt •,dam CONCRETE JAMBS DIRTAINSILT VIDTH m. ]197•No. 7768 OOt_i1.` E [vRr' • 1.. .W -1 , I16' , �••r)c,._.' • � , .x W i = i6cSTATE OFu�4•Ib�[iaup• � • � � o v[rsi1K mr.�t�ia 3 OPEmtiv VIDTH 3 ixnras Orr ���SSt I//A r • •� •A• • �� \ 6-3/B• civ'ni-ac a�irlcAu�� �. �. •••• /� \� [uRTnIN SHEEN VIDTH AH•A C ,` 4-1/4• NA JA/NUS INTERNATIONAL CORPORATION ^`TO➢'`i' 134 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179 STRUCTURAL ENGINEER, JOSEPH H. DIXON, JR. P.E. FL Q7768 A F,N,DA no-sGz-zeSGFaX 770-562-2264 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES N lusueE, Q 2012 Janus Inlema0onal Cotpp]a0on AB Rights Reserved DECIMAL FRACTIONS ANGLES HOLE DIAMETERS NA AwRONAIs — FLORIDA STATE MINI DOOR SERIES 850-S .XX +.03 t 1/16 t 0e 30' UNDER .251 *pD3 BECKY NELSON 7-25-03 MAX. SIZE 8'-81 X 12•-0• .XXX t.005 .251 to .500 '06 UO3 ° E$ DawaG MA.[x av T 10 0 6- S OVER .500 -Do3 DON ILLS 9-15-03 g. B DDN MILLS 9-15-03 _ NONE" .....�.�._a..........-...-»......_..--...,....,...�............v....i..-,�..-_-r._,c� �-_� �.��...-_.,,4-.. .....1 � � .._ n .. ..... ... e+ ,.CIF.. .+.. o- ... -. . .. .,., ..,.,.. -�l 4. 'JANUS INTERNATIONAL COR.PORA'I'IO��Y'''' 134 EAST LUKE ROAD 13374 WEST PEORIA AVENUE a TEMPLE, GA 30179-4435 SURPRISE, AZ 85379-9724 >�A q PHONE 770-562-2850 FAX 770-562-2264 www.janusintl.com "":4.• MINI DOOR INSTALLATION INSTRUCTIONS SERIES 850 .' A CAl1TION 'Use proper lifti4i;; jufpment' ,. andtoned Ilhirlgprocedures '. to a0oid damage orliijury, POTENTIAL HAZARD EFFECT PREVENTION DO NOTstand or walk under moving dear. Keep door in full view and (Tee of obstructions CAN [AU SE SERIOUS while operating. INJURY OR DEATH 04^G110"" DO NOT avow children tooperate - the door. Installation, repairs and adjustments t^J must he made by a trained rolling . CANCAU1ESEit10US service door systems technician INJURY OR DEATH using proper tools and instruction. DOOR MUST BE FULLY OPENED WHEN MAKING ADJUSTMENTS. TABLE 1: Wall Fasteners- for Jamb attachment of Braclxets and Guides ITEM JAMB FASTENERS DRILL SIZE Brochets Steel IM-14 x 1" TENS Spew None Concrete or Filled Bloch 318" x 1-3/4" PowersWedge•Bolt Powers O1316 Gulden Steel 114-14 x P' TEKS Screw None Concrete or Filled Bloch 318' x 4" Powers Wedge -Bait 318" x IO. O.A.L E,h . MINI STOP CLIP ''"'`c " ssi:" q•r OPTIONAL BOTTOM BAR MOUNTED SLIDE LOCKS FIGURE 1 -► I sr• :a • CLEARANCE CHARTS FIGURE 2 SIDE RDOM REOUIRED- OUTSIDE OF EACH EACH END GLADE BRACKET LEG OF AXLE STEELIAMBS a-1R' 5-314' 5-518" CON SLLBD 53IB• 6-71B'IAMy-5/g• 'Dimensions are taken from edge Of opening EDGE OP CPENIG EDGE OF OPENNG — ONSIDE OF ONSIDE OF I BRAaEr CLEARANCE grytCMCLEP1iAN(,E -� ENO OF,AI4E CLEARANCE END OF AXLE CLEARANCE -J RNEND OthP r-'s� `i .Lag 5 zx t } L°4 } i to 3 neN.rtNSIDrhR END MCKOF BACK OF r• GUIDE CLEARANCE GIIDECLCARANCE � HEADROOM iv,", a::@. ,. VHDICAL HEADROOM WALL OP i HEIGFRC4fr � f {�43�' .V o ia. '• F Tensloner End OPENWC VFJmM HORIZONTAL HEIGHT HEADROOM HEADROOM THRU THRU L5-iw n" OVER TKR THRU 16' n-Ih• B'-B° OVER B'-e" THRU n° to-tla° 10`-0" BACK OF BRACKET GUIDE TO BRACKET SO BE FLUSH WITH NSTALLATION / BACK OF GUIDE DOOR POSITION ON FLOOR TENSIDNER BRACKET F=-� L1F iING DOOR ii--'i ��.i% GUIDE O ---- ASSEMBLY v—_� >Ir BEACH -TEMPORARY S`-VI, �I,I FLANGE ON P TENSIONER RIGHT �: DOOR y:LEFT 1/4-14 x V TCKS t A PAWL E GUI➢El�t '�;,I GUIDE J1 .Y� N N 7-1 OPENING '. ( TENSIONER �11 G j II - BEGINNING BOTTOM f RATCHETS' - . _- ...___-_. __.._-_.1.. BAR POSITIDN 1�-/'--WHEEL L• R:" FIGURE 3 FLOOR FIGURE 5 FIGURE 4 4114' [STEEL JAMBS) 55116'(CONCRETE/ FILLED BLOCK JAMBS) JPMB EDGE OF OPENING _ _ -- -- CURTAIN _ -------- CLSDAIN IMDTH + 4 1/4- - (STEEL JAMBS AND CONCRETE! ------r FASTENER LOCATIONFILLED BLOCK JAMBS) FOR AM JAM FIGURE 6 HEAD STOP FIGURE 7 ADJUST SPRING TENSION WINDING BAR j, 3/8' DIAMETER I _ FLANGE ON TENSIDNER LESS PAWL ` TENSION l�• � y: I V . TENSIDNE'JI MORE P R BRACKET ` \ ' TENSION TENSIDNER RATCHET WHEEL I FIGURE 8 2 SERIES 85o STEP 1: WALL OPENING A. Check wall opening width and height and verify these measurements against size of dbhrs to be insstallie B. Verify that Jambs are plumb. C. Check floor and header for level. �`in `' •• ,fit+� D. Check for adequate side clearance at jambs and clearance above and at sides of header. 5e ilearAC��`� charts figure 2 for minimum requirements. - E. Verify that the guide mounting surface on the jamb is flush. F. Make sure'all parts required for installation are with the door. STEP 2: POSITION DOOR AND PARTS A. Make sure floor is clean in order to prevent damage to curtain. B. On inside of building, place left guide on floor perpendicular to opening with guide bottom close to the left jamb and the top toward inside of building. Do the same with the right guide to the right jamb. See figure 3. C. Place door on floor at top of and between guides. Rotate door as necessary to locate bottom bar against floor. See figures 3 and 4. D. Distribute hardware parts to appropriate areas. STEP 3: GUIDES TO BRACKETS INSTALLATION A. Break off the 3 hook tabs from both brackets. B. At tensioner end of door, lift flange on tensioner pawl until end of the pawl clears the tensioner ratchet wheel: Rotate bracket in order to position short leg end upward. Release flange on pawl and allow end to engage with the nearest tooth on the ratchet wheel. See figure 4. C; Position the top, back edge of bracket 2" from top of guide, with back of bracket flush with back -of guide. Clamp together and temporarily install 2 each 1/4-14 x 1" TEKS screws through side of bracket into guide. D. Repeat step 3C for other bracket and guide. This bracket will require being heI4in position. STEP 4: GUIDES AND BRACKETS TO JAMB A. Brackets and guides will be attached to iambs using fasteners shown in table 1. B. The guides should be mounted centered about the opening and spaced curtain width + 4-1/4"7apart measured from back of guide to back of guide. See figure 6'. Both guides must be plumb. C. The appropriate fastener must be installed.at each hole location in brackets and guides. See table 1. 3 STEP 5: L EVNG DOOR ASSEMBLY SERIES 850 A. Move door and guide assemblies toward wall opening with bottom of guides resting next to iambs. B. Lift door assembly evenly, pivoting around bottom of guides. See figure S. C. Attach brackets and guides to jambs, according to step 4. D. After brackets have been securely attached to jambs, remove the 2 each temporary 1/4-14 x t" TENS screws that were installed in step 3C. STEP.6: SETTING SPRING'INITIAL'TENSION :5�. VA.�'/.115 :.3YS: ... d�C �iss v .�� •� \.' , \, ..,�~ - \ ,_' �� ry. �a�„ A. Rotate door 1-1/2 revolutions in the direction that would send the bottom bar down through the guides. B. While firmly holdh gthe door atthe bottom bar — cut the tape and plastic wrap that holds the door In a coil. Direct the bottom bar.down into the guides, stopping just past the head stop area. STEP 7r HEAD STOPS A. Place head stop over outside of each guide. See figure 7. B. Secure with 114-20 x 112 carriage bolt and 114-20 serrated flange nut. Install carriage bolt from inside of guide. STEP 8: MINI STOP CLIPS, HANDLE(S) AND PULL ROPE A. Install mini stop dip at each end on inside of bottom bar using existing single 114-20 x t 12" carriage bolt: B. Install handle(s) on outside of bottom bar using 1/4-20 x 1/2" carriage bolts. C. Install rope in one of the holes at the center of the horizontal leg of the bottom bar angle. OPTIONAL. BOTTOM BAR MOUNTED SLIDE LOCKS - SEE FIGURE J. FOR INSTALLATION. ryt�• STEP 9: CHECK DOOR OPERATION • '•. A. Lower and raise the door to test the door balance. �9 B. If door is easy to close, but hard to open; increase spring tension. C: If door is hard`to close; But easy to open; decrease spring tension, 246 � STEP to:. ADIUST SPRING TENSION F u •,,•• •,. p M 00011 1 10.sa� A. Place 3/8" diameter winding bar in tensioner ratchet'wheel. See figure 8. B. Rotate winding bor in the down direction to increase spring tension. Each engagement of a tooth equals 118 turn. C. To decrease spring tension, pull down slightly on winding bar until pawl disengages tooth. Lift flange on pawl and move winding bar up until past the pawl/tooth engagement. Allow pawl to rest on ratchet wheel and continue moving winding bar up until the pawl is fully engaged with the tooth. D: Remove winding bar and operate door. E. Repeat steps IOA through 1oD as necessary. t ; Ica `.� ���`\�S �i\'• aa, Vaol hi, 1��it�T}@j+j ern �1 a, n. �v� 'Y• \. 3,.,.�.. .fir �� a �.. uh:� .s r1` � 4